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` Product ApprovalProfessional USER:
Regulation
Giiitii7{LL Product Aunroval Menu>Product or Application Search>Application List>Application Detail
EU# 171-17355-112
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived _
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin �r zae
ekoss@cws.cc .�/
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@ews.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474 v;j
(352)368-6922 Ext 291 co,
jiathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
h s://floridabuildin .or r/ r a dtl.as x? aram=wGEVX wtD sR NwiNWDrY%2bt..l 1/7/2016
ttP g �P P PP_ P P Q q Y
Florida Building Code Online Page l of 2
Date Submitted 06/10/2015
Date Validated 06/11/2015
Date Pending FBC Approval
Date Approved 06/16/2015
Summary of Products
FL# Model,Number or Name Description
17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO,Non-impact.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17355 R2 C CAC CAR 138-1315.Ddf
Approved for use outside HVHZ:Yes FL17355 R2 C CAC CAR 138-1316.Ddf
Impact Resistant:No FL17355 R2 C CAC CAR 138-1334.Ddf
Design Pressure:N/A Quality Assurance Contract Expiration Date
Other:Max.sizes:74"x 63"and 74"x 72".See installation 10/16/2018
details for DPs:Glass complies with ASTM E1300-04. Installation Instructions
FL17355 R2 II CWS-1031A(HS-620.XO).odf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17355 R2 AE EvaIReD CWS-1031A(HS-620.XO).Ddf
Created by Independent Third Party:Yes
17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider,XOX,Non-impact.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17355 R2 C CAC CAR 138-1341.Ddf
Approved for use outside HVHZ:Yes FL17355 R2 C CAC CAR 138-1342.0f
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2019
Other:Max.size 111"x 63".XOX 1/3-1/3-1/3 and Installation Instructions
1/4-1/2-1/4.See installation details for DPs.Glass complies FL17355 R2 II CWS-1067(HS-620.XOX).Ddf
with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17355 R2 AE EvaIReD CWS-1067(HS-620.XOX).Ddf
Created by Independent Third Party:Yes
17355.3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX,Non-Impact.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17355 R2 C CAC CAR 138-1328.Ddf
Approved for use outside HVHZ:Yes FL17355 R2 C CAC CAR 138-1329.1)df
Impact Resistant:No FL17355 R2 C CAC CAR 138-1332.1)df
Design Pressure:N/A FL17355 R2 C CAC CAR 138-1333.Ddf
Other:Max.sizes:74"x 63"and 74"x 72".See installation Quality Assurance Contract Expiration Date
detail for DPs.Glass complies to ASTM E1300-04. 12/10/2018
Installation Instructions
FL17355 R2 II CWS-1059(HS-620,XX).Ddf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17355 R2 AE EvaIReD CWS-1059(HS-620,XX).Ddf
Created by Independent Third Party:Yes
Ba •`.0 ext � .' K°
Contact Us::1940 North Monroe Sheet.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an ANEW employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under
Chapter 455,FS.,please dick ham.
Product Approval Accepts:
FOR
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https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY`/`2bt... 1/7/2016
'•5
PI - -GENERAL NOTES: `
HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ���®�•
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) W WWCWS.CC
751/4"FLANGE WIDTH
"MAX.UNIT WIDTH 3.CONFIGURATIONS:"XX". 620 PVC
74
36" 4 DESIGN
VE DESIGN LOAIDS BASED ON,TESEE SHEET STED PRESSURE AND HORIZ.SLIDER
MAX.SASH WIDTH
GLASS TABLES ASTM E-1300.04. NON-IMPACT
321/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300.04,
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Iw--
73 1/4" IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
FLANGE B DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
HEIGHT 6 WOOD ANCHOR CALCULATIONS. T-
72" C m
MAX.
6 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE to
HEIGHT D SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. ZO
6
X X 7.ALL FRAMES AND VENTS FULLY WELDED. >y
67 71B° z W
MAX. B.SERIES/MODEL DESIGNATION HS-620. 0
SASH 107
HEIGHT 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
sa 1n�„ X=OPERABLE SASH
GU Ss w
75 1/4"FLANGE WIDTH 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
DLO o
74"MAX.UNIT WIDTH LOCATION. 0
Z
36" 11.EXTERNAL WEEP SLOT=5/16"x 2.1/8"LOCATED 4-1/2"FROM ���►un�rpi
e MAX.321/16"
2 SASH WIDTH BOTH ENDS, ,,%%���P�10R AW
GLASS DLO A �`JGPr�\ S�•'Q�F':
No 58201 ..�
641/4" '- -'I Lucas A.Turner
FLANGE
HEIGHT 2015-04-27 90;s STATE OF :�lU
63" f 21:05-04:00MAX �5* 1 0 R.U..".
UNIT B B
HEIGHT
591/16" x x
MAX I �,
SASH 4/27/2015
HEIGHT
LUCAS A.TURNER,P.E.
:DLUC
- FL PE#58201
I� m 1239 JABARA AVE.
NORTH PORT,FL 3 288
PH.941-380-1574
A S EET—DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....IDESIGN PRESSURE RATING IMPACT RATING EMK 04/22/15
DP CHARTS&GLAZING DETAIL........2 SIZE REINF, DWG?h
SECTIR V,;
EXTRUSIONS
-O.............................3 74."x 63" NO SEE COMPARATIVE ANALYSIS CWS 1059 EXTRUSIONS&B.O.M..........ES..........4 NONE SCALE:
ANCHOR SCHEDULE&NOTES..........5 74"x 72" YES CHARTS, SHEET 2SHEET
INSTALLATION DETAIL.......................6 1:25 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
ANCHOR AT HEIGHTS
N 8"MAX O.C,(TMP.) OCALA,FLORIDA 34474
FOR UNIT HEIGHTS OVER 63"(TMP.) 4"MAX.(TYP.) WWW.CWS.CC
6"MAX.(TYP.) P;6"3"(TYP.)
6°MAX.(TYP.)
i (TMP) SEE NOTE 2 4"MAX.(TMP.) '-'j r'3"THRU FRAME ANCHOR(TYP.)
SEE NOTE 2 620 PVC INSTALLATION HORIZ.SLIDER
ANCHOR(TYP.) NODI-IMPACT
16 1/4" INSTALLATION
MAXI O.C. ANCHOR(TYP.)
(TML
8"
MAX.O.C.
(TYP.)
r
m
rn
Z
O
O �
I
U
m
W
YOU - FLANGE ANCHOR LAYOUT-(FIN) Z
NOTE THRU FRAME ANCHORS @ MTG RAIL
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.0,P ORE4y iT r4�i
Gp`;.��G E hl q0
?�•• No 5B201
NOTES: 9O, STATE OF :SGV:
1.INSTALL ONE ANCHOR AT EACH INSTALVOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATIO SING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE siAllis
ASTI
CONSTRUCTED OF HIGH DENSITY FLETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/27/-200115
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THANTHE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1 X BUSHEET DESCRIPTION:
OPTIONAL. BUCKS ARE ANCHOR SCHEDULE AND
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. NOTES
DRawN BY: DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. EMK 04/22/15
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-1059
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) CAL SHEET
1:20 50F6
It
f �
i
MIN.EMBEDMENT
SEE TABLE 1 SUBSTRATE
TYPICAL HEAD ANCHORAGE BY OTHERS \V-(J•lSnv [lU0•
MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST." , SUBSTRATE WINDOW SYSTEMS
SEE TABLE 1 SEE TABLE 1 .' BY OTHERS OCA A, 44TH AVE.
SUBSTRATE BY OTHERS 114"MAX.SHIM SEE TABLE 1 WWW WS CC FLORIDA 34474
SEE TABLE 1 DO MIN.EDGE DIST.
MIN.EMBEDMENT _ SEE TABLE 10 620 PUC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR
INSTALLER SEE
IN HORIZ.SLIDER
INSIDE AND OUT MIN.EMBEDMENT
SEALANT BEHIND 0 '\,• oo SEE TABLE 1 NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM r o
PERIMETER SEALANT H
PERIMETER SEAiANT _ �o_o BY INSTALLER NSTALLEP INSIDE AND OUT
-`
BY
INSIDE ANU OUT INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE 1 m
FLANGE BY INSTALLER SEALANT BEHIND CO
INSTALLATION ANCHOR FIN BY INSTALLER Z
SEE TABLE 1 B HORIZONTAL SECTION _
rC"� HORIZONTAL SECTION O
e TYPICAL JAMB.\NCHORAGE 6 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z
}} O Ir
i NOTE:ADDITIONAL THRU-FRAME ANCHORS a
(AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL, cc j SEE SHEET 5 ANCHOR LAYOUT, y
w
o
\ z
SEALANT BEHIND 1/4"MAX.SHIM
RANGE BY INSTALLER P
PERIMETER SEALANT
AY INSTALLER
MIN.EMBEDMENT ti GPc;•�,\OENS�G'Pti�y
INSIDE AND OUT SEE TABLE 1 :,J: No 58201 �P
SUBSTRATE BY OTHERS
MIN.EDGE DIST,
SEE TABLE 1 SEE TABLE 1 1 '. STATE OF 41
SEALANT
BY INSTALLER RE 6 VERTICAL SECTION ) �i10�(cSc(O R 1OP'�j��:
TYPICAL SILL ANCHORAGE ; qs/ONA`E�,`�
p -)o'vp
`
TABLE 1:APPROVED INSTALLATION FASTENERS ,e 4/27/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
RANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" FL PE#58201
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" B'��jNSTALRE dz
FLAEALAN7 1239 JASARA AVE.
NGE CONCRETE 2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" IN�'10E AND OUT NORTH PORT, 34288
( � D HORIZONTAL SECTION PH.941.380-1-1 574
RANGE HOLLOW or GROUT-FILLED CMU(ASTM 0-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6BOX FRAME INSTALLATION SHEET DESCRIPTIO
RANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1318" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1.318" 7/8" FLANP;-
REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16" UP TO.AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DR
awN ev: DnTE:
FLANGE
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN 1/ EMK 04/22/15
1/e'ALUM.(6063-T5 MIN.)OR #10 GRADE SSELF-TAPPING/ FULL THREAD FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
RANGE 7118 INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUL.T•ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-1059
RN 2X MIN,SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN F(r. .
'VGE WINDOWS. TO-ALE. SHEET
1:2 6OF6